An Elastoplastic Model for Partially Saturated Collapsible Rocks
详细信息 查看全文
- 作者：Jianjun Ma
- 关键词：Partially saturated ; Effective stress ; Bounding surface plasticity ; Critical state ; Collapsible rocks
- 刊名：Rock Mechanics and Rock Engineering
- 出版年：2016
- 出版时间：February 2016
- 年：2016
- 卷：49
- 期：2
- 页码：455-465
- 全文大小：629 KB
- 参考文献：Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Geotechnique 40:405–430CrossRef
Bell FG, Cripps JC, Edmunds CN, Culshaw MG (1990) Chalk fabric and its relation to certain geotechnical properties. In: Proceeding of the International Chalk Symposium London Thomas Telford
Bishop AW (1959) The principle of effective stress. Teknisk Ukeblad 106:859–863
Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Geotechnique 13:177–197CrossRef
Bishop AW, Donald IB (1951) The experimental study of partly saturated soil in triaxial apparatus. In: Proceedings of the 5th International Conference on SMFE. Dunod, Paris
Brignoli M, Sartori L (1993) Incremental constitutive relations for the study of wellbore failure. Int J Rock Mech Min Sci Geomech Abstr 30:1319–1322CrossRef
Brignoli M, Santarelli FJ, Righetti C (1994) Capillary phenomena in an impure chalk. In: Proceedings of the Eurock ‘94. Delft
Brooks RH, Corey AT (1964) Hydraulic properties of porous media, Fort Collins, CO, Colorado State University
Collin F, Cui YJ, Schroeder C, Charlier R (2002) Mechanical behaviour of lixhe chalk partly saturated by oil and water: experiment and modelling. Int J Numer Anal Methods Geomech 26:897–924CrossRef
Dafalias YF, Herrmann LR, (1980) A bounding surface soil plasticity model. Soils under cyclic and transient loading, volume 1 Proc International Symposium, Swansea 7–11 Jan 1980. pp 335–345
Duperret A, Taibi S, Mortimore RN, Daigneault M (2005) Effect of groundwater and sea weathering cycles on the strength of chalk rock from unstable coastal cliffs of NW France. Eng Geol 78:321–343CrossRef
Fleureau J-M, Kheirbek-Saoud S, Soemitro R, Taibi S (1993) Behavior of clayey soils on drying–wetting paths. Can Geotech J 30:287–296CrossRef
Guo PJ, Wan RG (1998) Modelling the cyclic behaviour of brittle materials using a bounding surface plasticity-damage model. Int J Rock Mech Min Sci 35:437–438CrossRef
Hassanizadeh SM, Gray WG (1990) Mechanics and thermodynamics of multiphase flow in porous media including interphase boundaries. Adv Water Resour 13:169–186CrossRef
Homand S, Shao JF (2000) Mechanical behaviour of a porous chalk and water/chalk interaction. Part ii: Numerical modelling. Oil Gas Sci Technol Rev IFP 55:599–609CrossRef
Houlsby GT (1997) The work input to an unsaturated granular material. Geotechnique 47:193–196CrossRef
Hoxha D, Giraud A, Homand F, Auvray C (2007) Saturated and unsaturated behaviour modelling of Meuse–Haute/Marne argillite. Int J Plasticity 23:733–766CrossRef
Jia Y, Bian HB, Su K, Kondo D, Shao JF (2010) Elastoplastic damage modeling of desaturation and resaturation in argillites. Int J Numer Anal Methods Geomech 34:187–220
Khalili N, Khabbaz MH (1998) A unique relationship for chi for the determination of the shear strength of unsaturated soils. Geotechnique 48:681–687CrossRef
Khalili N, Zargarbashi S (2010) Influence of hydraulic hysteresis on effective stress in unsaturated soils. Geotechnique 60:729–734CrossRef
Khalili N, Geiser F, Blight GE (2004) Effective stress in unsaturated soils: review with new evidence. Int J Geomech 4:115–126CrossRef
Khalili N, Habte MA, Valliappan S (2005) A bounding surface plasticity model for cyclic loading of granular soils. Int J Numer Anal Methods Eng 63:1939–1960CrossRef
Khalili N, Habte MA, Zargarbashi S (2008) A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses. Comput Geotech 35:872–889CrossRef
Laloui L, Klubertanz G, Vulliet L (2003) Solid–liquid–air coupling in multiphase porous media. Int J Numer Anal Methods Geomech 27:183–206CrossRef
Loret B, Khalili N (2000) A three-phase model for unsaturated soils. Int J Numer Anal Methods Geomech 24:893–927CrossRef
Loret B, Khalili N (2002) An effective stress elastic-plastic model for unsaturated porous media. Mech Mater 34:97–116CrossRef
Maury, V., Piau, J. M., Halle, G. 1996 Subsidence induced by water injection in water sensitive reservoir rocks: the example of Ekofisk. Proceedings of the 5th North Sea Chalk Symposium. Reims, Society of Petroleum Engineers
Muraleetharan KK, Wei C (1999) Dynamic behaviour of unsaturated porous media: governing equations using the theory of mixtures with interfaces (TMI). Int J Numer Anal Methods Geomech 23:1579–1608CrossRef
Navarro V, Alonso J, Calvo B, Sánchez J (2010) A constitutive model for porous rock including effects of bond strength degradation and partial saturation. Int J Rock Mech Min Sci 47:1330–1338CrossRef
Papamichos E, Brignoli M, Santarelli FJ (1997) An experimental and theoretical study of a partially saturated collapsible rock. Mech Cohesive-Frictional Mater 2:251–278CrossRef
Pentland CH, El-Maghraby R, Iglauer S, Blunt MJ (2011) Measurements of the capillary trapping of super-critical carbon dioxide in Berea sandstone. Geophys Res Lett 38:L06401CrossRef
Piau JM, Maury V (1995) Basic mechanical modelisation of chalk/water interaction. In: Alonso EE, Delage P (eds.) First International Conference on Unsaturated Soils. Paris, France
Ramos Da Silva M, Schroeder C, Verbrugge J-C (2008) Unsaturated rock mechanics applied to a low-porosity shale. Eng Geol 97:42–52CrossRef
Rozhko AY (2011) Capillary phenomena in partially-saturated rocks: Theory of effective stress. 45th US Rock Mechanics/Geomechanics Symposium
Schmitt L, Forsans T, Santarelli FJ (1994) Shale testing and capillary phenomena. Int J Rock Mech Min Sci Geomech Abstr 31:411–427CrossRef
Schroeder C, Bois AP, Maury V, Halle G (1998) Water/chalk (or collapsible soil) interaction: Part ii. Results of tests performed in laboratory on Lixhe chalk to calibrate water/chalk models. SPE/ISRM Rock Mechanics in Petroleum Engineering. Trondheim, Norway, Society of Petroleum Engineers
Shah KR (1997) An elasto-plastic constitutive model for brittle-ductile transition in porous rocks. Int J Rock Mech Min Sci Geomech Abstr 34:367CrossRef
Taibi S, Duperret A, Fleureau J-M (2009) The effect of suction on the hydro-mechanical behaviour of chalk rocks. Eng Geol 106:40–50CrossRef
Talesnick ML, Hatzor YH, Tsesarsky M (2001) The elastic deformability and strength of a high porosity, anisotropic chalk. Int J Rock Mech Min Sci 38:543–555CrossRef
Van Eeckhout EM (1976) Mechanisms of strength reduction due to moisture in coal mine shales. Int J Rock Mech Min Sci Geomech Abstr 13:61–67CrossRef
Wong T-F, Christian D, Zhu W (1997) The transition from brittle faulting to cataclastic flow in porous sandstone: mechanical deformation. J Geophys Res 102:3009–3025CrossRef
Zerhouni MI (1991) Application des réseaux de Petri continus à l’analyse dynamique des systèmes de production. France, Thèse de Doctorat de l’INP Grenoble - 作者单位：Jianjun Ma (1)
1. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, 325035, China - 刊物类别：Earth and Environmental Science
- 刊物主题：Earth sciences
Geophysics and Geodesy
Civil Engineering - 出版者：Springer Wien
- ISSN：1434-453X
文摘
A unified elastoplastic model for describing the stress–strain behavior of partially saturated collapsible rocks is proposed. The elastic–plastic response due to loading and unloading is captured using bounding surface plasticity. The coupling effect of hydraulic and mechanical responses is addressed by applying the effective stress concept. Special attention is paid to the rock–fluid characteristic curve (RFCC), effective stress parameter, and suction hardening. A wide range of saturation degree is considered. The characteristics of mechanical behavior in partially saturated collapsible rocks are captured for all cases considered. Keywords Partially saturated Effective stress Bounding surface plasticity Critical state Collapsible rocks